Results 151 to 160 of about 12,404 (205)

A feasibility assessment of low-carbon concrete containing calcined clay and granite powder or dolomitic limestone in Burkina Faso. [PDF]

open access: yesSci Rep
Nshimiyimana P   +8 more
europepmc   +1 more source

Durability of mortars modified with metakaolin [PDF]

open access: yesCement and Concrete Research, 2003
Abstract Results of an investigation to determine the effects of metakaolin additions on transport properties of mortars are reported. Comparisons are made to ordinary Portland cement (OPC) to determine the influence of addition and replacement percentage. Cement is replaced on a mass basis of 5–20% for metakaolin.
Fabrice Ferauche
exaly   +4 more sources

The relationships between stress and strain for high-performance concrete with metakaolin

open access: yesCement and Concrete Research, 2001
This paper reports the results of a study of stress-strain relationships (tension and compression) and bend strength measurements for concrete incorporating 0%, 5%, 10%, and 15% metakaolin.
Zongjin Li   +3 more
exaly   +2 more sources

Metakaolin in the formulation of UHPC

Construction and Building Materials, 2009
Silica fumes have characteristics that make them exceptional in cement matrices and, in particular, in UHPC. Nevertheless, they have important disadvantages: lack of availability, cost and color. The search for substitute products thus appears important if the use of UHPC is to become more widespread in the concrete industry, e.g.
Tafraoui, Ahmed   +3 more
openaire   +1 more source

Durability of the Ultra High Performances Concrete containing metakaolin

open access: yesConstruction and Building Materials, 2016
WOS:000375166900102International audienceThe aim of this study is to determine the durability performances of the Ultra High Performances Concretes containing the silica fume instead of metakaolin.
Gilles Escadeillas
exaly   +2 more sources

Pozzolanic activation of metakaolin

Advances in Cement Research, 1992
Metakaolin may be calcined without grinding and suitably activated by Ca(OH)2, Na2SO4, CaSO4 (beta anhydrite) and/or NaOH. The best strengths, 50 MPa from mortar cubes at 18 months, were obtained using Ca(OH)2 and CaSO4 activators. The handling and set properties are similar to those of Portland cement; aluminous C-S-H gel is the best binder.
P. S. De Silva, F. P. Glasser
openaire   +1 more source

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